CN107605153A - A kind of close rib structure building block system mould and its construction method - Google Patents
A kind of close rib structure building block system mould and its construction method Download PDFInfo
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- CN107605153A CN107605153A CN201710900264.6A CN201710900264A CN107605153A CN 107605153 A CN107605153 A CN 107605153A CN 201710900264 A CN201710900264 A CN 201710900264A CN 107605153 A CN107605153 A CN 107605153A
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- mould
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Abstract
The invention discloses a kind of close rib structure building block system mould and its construction method, belong to building material technical field.It includes middle mould and Qi Mo, and the surrounding of middle mould is connected with contract mould, and angle mould is also associated with the corner of middle mould, and the both ends of angle mould are connected with contract mould.The mould of the present invention can meet to be designed with bottom flange, secondary rib, secondary rib, web ribbed stiffener new multi-ribbed plate structure construction mould requirement, compared with the multi-ribbed plate structure constructed with traditional plastic form, the concrete dosage of new multi-ribbed plate structure of the invention is less, rib away from more rationally, structure it is more economical.Compared with traditional plastic form, building block system mould of the invention easily facilitates production, carrying, installation, dismounting.
Description
Technical field
It is more particularly to a kind of to repeat to make for the detachable of concrete dense-rib structure construction the present invention relates to a kind of concrete dense-rib structure
Building block system mould and its construction method, belong to building material technical field.
Background technology
The existing many decades history of concrete dense-rib harden structure for using plastic form to construct for mould, the defects of existing be：1）By
Limited in by stripping means, the requirement of close rib bottom flange construction can not be met, so that close rib bottom is because of compressive region
Section is small and steel using amount is big, tensile region because cross-sectional width is small fail to lay down reinforcing bar thicken section and make concrete dosage big；2）Due to plastics
The deadweight of formwork is limited by manually carrying and install, and its yardstick is restricted, and makes rib away from can not meet optimal spacing.Cause
This, exploitation is a kind of disclosure satisfy that the construction of concrete dense-rib bottom flange and optimal rib away from, be easy to construction, form removal is simple, cost is cheap
Novel die is meaningful.
The content of the invention
The technical problem to be solved in the present invention is：A kind of close rib structure building block system mould and its construction method are provided, it
It is a kind of detachably to reuse, disclosure satisfy that the construction of concrete dense-rib bottom flange and most preferably rib away from requiring, be easy to construct, dismantle letter
Novel die single, cost is cheap, not only solves above mentioned problem existing for conventional plastic formwork, and provide one kind to have
The New Concrete close rib structure of bottom flange, intercostal time rib, secondary rib and ribbed stiffener.
The technical scheme is that：A kind of close rib structure building block system mould, it includes middle mould and Qi Mo, and the four of middle mould
At least both sides connect contract mould in individual side.
The corner of the middle mould is also associated with angle mould, connection contract mould in the middle part of four sides of middle mould, the two ends connection angle mould of contract mould,
While mould in connection.
Joint face between the middle mould, angle mould and contract mould is inclined-plane.
The top surface of the middle mould at least has at least one groove one in one direction.
The top surface of the contract mould is provided with the groove two corresponding with groove one.
The bottom outside of the angle mould and contract mould is provided with horizontal re-entrant angle or horizontal groove, is provided with and groove two-phase on the outside of middle part
Corresponding vertical groove.
A kind of construction method of close rib structure building block system mould, its construction procedure are：First, bottom branch at the construction field (site)
Mould, Qi Mo and angle mould in being installed in support or end template, blending bolt are connected firmly；2nd, in the gap of adjacent contract mould and angle mould
And the top surface of middle mould presses design requirement assembling reinforcement；3rd, filler is installed in the top surface of middle mould, such as：Aerated Concrete block, foam cement
Block etc.；4th, in the gap of adjacent contract mould and angle mould and middle mould top surface by design thickness requirement pour concrete；5th, concrete curing
Dismounting building block system mould obtains close rib structure after reaching strength of mould stripping, and the building block system mould after dismounting is in case reuse next time.
A kind of close rib structure, the close rib structure include close rib, secondary close rib, the edge of a wing and filler, between the close rib
There is time close rib.
There is secondary close rib between described close rib.
There is the edge of a wing lower end of the close rib, there is vertical ribbed stiffener on the web of close rib.
The method for dismounting and step of building block system mould be：A, mould and Qi Mo and the bolt or work of angle mould in connection are removed first
After having bolt, mould in removing downwards；B, the contract mould in two faces is connected and to drawing using foldable instrument, the contract in two faces can be removed simultaneously
Mould；C, it is last, the angle mould of two corners is connected and to drawing using foldable instrument, the angle mould of two corners can be removed simultaneously.
The beneficial effects of the invention are as follows：Compared with prior art, the present invention has the following advantages：
1st, the present invention uses building block system mould, and one set of die is made up of a middle mould, four contract moulds, four angle moulds, each component
Deadweight and all more traditional plastic form of yardstick greatly reduce, not only contribute to onsite moving and installation, and be advantageous to meet
The more requirement of large scale mould, while have bigger leeway in selection.
2nd, it is component partition during dismounting, therefore the close rib structure bottom wing can be met because the present invention use building block system mould
The mould requirement of edge.
3rd, the present invention uses building block system mould, and a set of component can be used for the demand of a variety of close rib structures, mould and contract in
Mould can meet the needs of unidirectional close rib structure, and mould, Qi Mo and angle mould can meet the needs of two-way ribs structure in, adopt
It can meet various sizes of close rib structure demand with various sizes of middle mould and Qi Mo.
4th, middle mould and contract mould surface use re-entrant angle and groove, the mould of can meet to construct time rib, secondary rib and ribbed stiffener
It is required that while also make the more reasonable structure of mould itself.The design of bottom flange, secondary rib, secondary rib and ribbed stiffener causes close
Rib structure is more reasonable, makes its concrete minimized.In addition, fill insulation material in surface layer plate（Such as Aerated Concrete block, foaming water
Clod etc.）, the requirement of roof heat insulation can be met, make building（Room）The sound insulation value in face, vibrationproof performance, fire resistance are carried significantly
It is high.
5th, the joint face of middle mould, Qi Mo and angle mould uses contact of incline plane, is advantageous to the installation and dismounting of mould.
Brief description of the drawings
A kind of close rib structures of Fig. 1 building block system mould A-A profiles；
A kind of close rib structures of Fig. 2 building block system mould top view；
A kind of multi-ribbed plate section of structures of Fig. 3.
Embodiment
To make the object, technical solutions and advantages of the present invention clearer, below with reference to this specification accompanying drawing to this hair
It is bright to be described in further detail.
Embodiment 1：As shown in accompanying drawing 1~3, a kind of close rib structure building block system mould, it includes middle mould 1 and Qi Mo 2, in
The surrounding of mould 1 is connected with contract mould 2, and middle mould 1 and Qi Mo 2 are made using plastic material, 3~5 millimeters of wall thickness, middle mould 1：Length and width
Be 1.4 meters, periphery one encloses that riser is high 0.2 meter, 5 degree of outside inclination angle, the convenient dismounting when dismantle mould, using plastic material plus
Work is convenient, and cost is cheap, in light weight, convenient in carrying, does not corrode, durable in use.
Further, angle mould 3 is also associated with the corner of middle mould 1, the both ends of angle mould 3 are connected with contract mould 2.
Further, the joint face between middle mould 1, angle mould 3 and contract mould 2 is inclined-plane.
Further, the top surface of middle mould 1 has two transverse concave grooves 1 respectively on horizontal and vertical, on the panel of middle mould 1
There is the groove 1 of the well shape wide 40 millimeters, deep 100 millimeters, spacing is 450 millimeters（For time rib 10 of constructing）, in groove 1
Between and two sides have wide 40 millimeters, deep 50 millimeters secondary grooves（For secondary rib 11 of constructing）.
Further, the top surface of contract mould 2 is provided with the groove two 5 corresponding with groove 1.Contract mould 2：It is wide 150 millimeters, long
1.0 meters, it is high 0.2 meter that riser is enclosed on periphery one, and inside 5 degree of the inclination angle of the middle joint face of mould 1,5 degree of inclination angle inside with the joint face of angle mould 3,
With the middle corresponding position of mould 1 fluted 1 and secondary groove, lower end re-entrant angle or groove are wide 50 millimeters, deep 100 millimeters, and lateral surface has spacing
450 millimeters, wide 40 millimeters, deep 50 millimeters vertical groove 8（For vertical ribbed stiffener 13 of constructing）；
Further, the bottom outside of angle mould 3 and contract mould 2 is provided with horizontal re-entrant angle 6, is provided with the outside of middle part corresponding with groove 25
Vertical groove 8.Angle mould 3：Limb grows 0.2 meter, wide 150 millimeters, and inside 5 degree of the inclination angle of the middle joint face of mould 1, with the joint face of angle mould 3
Outside 5 degree of inclination angle, lower end re-entrant angle or groove are wide 50 millimeters, deep 100 millimeters.
A kind of construction method that the unidirectional multi-ribbed plate of concrete is carried out with building block system mould, its construction procedure are：First, according to multi-ribbed plate
The rib spacing installation bottom support of design；2nd, at the construction field (site) contract mould 2, blending bolt are installed on bottom support or end template
It is connected firmly；3rd, in installing mould 1 and in being connected with fixture mould 1 and contract mould 2 top；2nd, in adjacent contract mould 2 and angle mould 3
In gap and the top surface of middle mould 1 presses design requirement assembling reinforcement；3rd, in the gap of adjacent contract mould 2 and angle mould 3 and middle mould 1
Top surface is by the thickness requirement pour concrete designed；4th, dismounting building block system mould obtains multi-ribbed plate structure after concrete curing reaches strength of mould stripping,
Building block system mould after dismounting is in case reuse next time.
Further, the method for dismounting of building block system mould and step are：A, mould 1 and contract mould 2 and angle in connection are removed first
After the bolt or tool key of mould 3, mould 1 in removing downwards；B, the contract mould 2 in two faces is connected and to drawing using foldable instrument, can be same
When remove the contract mould 2 in two faces；C, it is last, the angle mould 3 of two corners is connected and to drawing using foldable instrument, two corners can be removed simultaneously
Angle mould 3.
A kind of multi-ribbed plate structure, it includes close rib 9, secondary close rib 10 and the edge of a wing 12.
Further, there is secondary close rib 11 between secondary close rib 10.
Further, there is vertical ribbed stiffener 13 on the web of close rib 9.
Embodiment 2：As shown in accompanying drawing 1~3, a kind of close rib structure building block system mould, it includes middle mould 1 and Qi Mo 2, in
The surrounding of mould 1 is connected with contract mould 2, and middle mould 1 and Qi Mo 2 are made using plastic material, 3~5 millimeters of wall thickness, middle mould 1：Length and width
Be 1.4 meters, periphery one encloses that riser is high 0.2 meter, 5 degree of outside inclination angle, the convenient dismounting when dismantle mould, using plastic material plus
Work is convenient, and cost is cheap, in light weight, convenient in carrying, does not corrode, durable in use.
Further, angle mould 3 is also associated with the corner of middle mould 1, the both ends of angle mould 3 are connected with contract mould 2.
Further, the joint face between middle mould 1, angle mould 3 and contract mould 2 is inclined-plane.
Further, the top surface of middle mould 1 has two transverse concave grooves 1 respectively on horizontal and vertical, on the panel of middle mould 1
There is the transverse concave groove 1 of the well shape wide 40 millimeters, deep 100 millimeters, spacing is 450 millimeters（For time rib 10 of constructing）, in horizontal stroke
There is wide 40 millimeters, deep 50 millimeters secondary groove between groove 1 and two sides（For secondary rib 11 of constructing）.
Further, the top surface of contract mould 2 is provided with the transverse concave groove two 5 corresponding with transverse concave groove 1.Contract mould 2：It is wide by 150
Millimeter, 1.0 meters of length, the circle riser of periphery one is high 0.2 meter, lean-in with the joint face of angle mould 3 with inside 5 degree of the inclination angle of the middle joint face of mould 1
5 degree of angle, there are transverse concave groove 1 and secondary groove with the middle corresponding position of mould 1, lower end re-entrant angle or groove are wide 50 millimeters, deep 100 millimeters, outside
There are 450 millimeters of spacing, wide 40 millimeters, deep 50 millimeters vertical groove 8 in side（For vertical ribbed stiffener 13 of constructing）；
Further, the bottom outside of angle mould 3 and contract mould 2 is provided with horizontal groove 7, is provided with and the phase of transverse concave groove 25 on the outside of middle part
Corresponding vertical groove 8.Angle mould 3：0.2 meter of limb length, it is wide 150 millimeters, with inside 5 degree of the inclination angle of the middle joint face of mould 1, connect with angle mould 3
5 degree of the outside inclination angle of junction, lower end re-entrant angle or groove are wide 50 millimeters, deep 100 millimeters.
A kind of construction method that concrete two-way multi-ribbed plate is carried out with building block system mould, its construction procedure are：First, according to multi-ribbed plate
The rib spacing installation bottom support of design；2nd, angle mould is installed in the support of bottom；3rd, the bottom of adjacent angle mould is connected with fixture
Portion；The 4th, contract mould is installed and the bottom of adjacent angle mould is connected with fixture；5th, mould and mould and angle in being connected with fixture in installing
The top of mould and contract mould；The 6th, vertical muscle in lower flange is installed and in the infall colligation of rib；7th, reinforcing bar and colligation in installing plate；
8th, pour concrete and conserve；9th, mould is dismantled after reaching intensity.
Further, the method for dismounting of building block system mould and step are：A, mould 1 and contract mould 2 and angle in connection are removed first
After the bolt or tool key of mould 3, mould 1 in removing downwards；B, the contract mould 2 in two faces is connected and to drawing using foldable instrument, can be same
When remove the contract mould 2 in two faces；C, it is last, the angle mould 3 of two corners is connected and to drawing using foldable instrument, two corners can be removed simultaneously
Angle mould 3.
A kind of multi-ribbed plate structure, it includes close rib 9, secondary close rib 10 and the edge of a wing 12.
Further, there is secondary close rib 11 between secondary close rib 10.
Further, there is vertical ribbed stiffener 13 on the web of close rib 9.
Embodiment 3：A kind of construction procedure of concrete roof multi-ribbed plate：Before pour concrete, installed on middle mould by design requirement
Concrete block, then pour concrete, remaining way is the same as embodiment 1.
Embodiment 4：A kind of construction procedure of concrete roof multi-ribbed plate：Before pour concrete, installed on middle mould by design requirement
Foam cement block, then pour concrete, remaining way is the same as embodiment 2.
Claims (10)
- A kind of 1. close rib structure building block system mould, it is characterised in that：It includes middle mould（1）With contract mould（2）, middle mould（1）Four At least both sides connect contract mould in individual side（2）.
- A kind of 2. close rib structure building block system mould according to claim 1, it is characterised in that：The middle mould（1）Four Angle is also associated with angle mould（3）, middle mould（1）Four sides in the middle part of connection contract mould（3）, contract mould（2）Two ends connection angle mould（3）, on one side Mould in connection（1）.
- A kind of 3. close rib structure building block system mould according to claim 1 or 2, it is characterised in that：The middle mould（1）、 Angle mould（3）And contract mould（2）Between joint face be inclined-plane.
- A kind of 4. close rib structure building block system mould according to claim 1, it is characterised in that：The middle mould（1）Top At least there is at least one groove one in face in one direction（4）.
- A kind of 5. close rib structure building block system mould according to claim 1, it is characterised in that：The contract mould（2）Top Face is provided with and groove one（4）Corresponding groove two（5）.
- A kind of 6. close rib structure building block system mould according to claim 1 or 2, it is characterised in that：The angle mould（3）And Contract mould（2）Bottom outside be provided with horizontal re-entrant angle（6）Or horizontal groove（7）, middle part outside is provided with and groove two（5）Corresponding Vertical groove（8）.
- 7. a kind of construction method of close rib structure building block system mould as described in any one of claim 1,2,4,5, its feature It is：Construction procedure is：First, at the construction field (site) bottom support or end template on install in mould（1）, contract mould（2）And angle mould （3）, blending bolt is connected firmly；2nd, in adjacent contract mould（2）And angle mould（3）Gap in and middle mould（1）Top surface by design will Ask assembling reinforcement；3rd, in middle mould（1）Top surface installation filler（14）, such as：Aerated Concrete block, foam cement block etc.；4th, in phase Adjacent contract mould（2）And angle mould（3）Gap in and middle mould（1）Top surface by design thickness requirement pour concrete；5th, concrete curing reaches Building block system mould is removed after strength of mould stripping and obtains close rib structure, the building block system mould after dismounting is in case reuse next time.
- A kind of 8. close rib structure made from construction method as claimed in claim 7, it is characterised in that：The close rib structure includes There is close rib（9）, secondary close rib（10）, the edge of a wing（12）And filler（14）, the close rib（9）Between have time close rib（10）.
- 9. close rib structure according to claim 8, it is characterised in that：Described close rib（10）Between also have secondary close rib （11）.
- 10. close rib structure according to claim 8, it is characterised in that：The close rib（9）Lower end have the edge of a wing（12）, it is close Rib（9）Web on have vertical ribbed stiffener（13）.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710900264.6A CN107605153A (en) | 2017-09-28 | 2017-09-28 | A kind of close rib structure building block system mould and its construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710900264.6A CN107605153A (en) | 2017-09-28 | 2017-09-28 | A kind of close rib structure building block system mould and its construction method |
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| CN107605153A true CN107605153A (en) | 2018-01-19 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87213025U (en) * | 1987-09-05 | 1988-07-27 | 北京市建筑工程研究所 | Plastic mold case assembled from big and small side ribs |
| CN1348044A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1854410A (en) * | 2005-04-28 | 2006-11-01 | 邱则有 | Cast-in-situs concrete board |
| CN203626235U (en) * | 2013-07-18 | 2014-06-04 | 临沂铭泰建材科技有限公司 | Ribbed floor forming template, extension arm type template, edge mold and corner mold thereof |
| CN104695605A (en) * | 2015-03-19 | 2015-06-10 | 昆山生态屋建筑技术有限公司 | Assembling type die of rib floor |
| CN106836626A (en) * | 2017-02-19 | 2017-06-13 | 湖南诚友绿色建材科技有限公司 | A kind of Lightweight core mould pre-stress concrete groove profile composite plate |
-
2017
- 2017-09-28 CN CN201710900264.6A patent/CN107605153A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN87213025U (en) * | 1987-09-05 | 1988-07-27 | 北京市建筑工程研究所 | Plastic mold case assembled from big and small side ribs |
| CN1348044A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1854410A (en) * | 2005-04-28 | 2006-11-01 | 邱则有 | Cast-in-situs concrete board |
| CN203626235U (en) * | 2013-07-18 | 2014-06-04 | 临沂铭泰建材科技有限公司 | Ribbed floor forming template, extension arm type template, edge mold and corner mold thereof |
| CN104695605A (en) * | 2015-03-19 | 2015-06-10 | 昆山生态屋建筑技术有限公司 | Assembling type die of rib floor |
| CN106836626A (en) * | 2017-02-19 | 2017-06-13 | 湖南诚友绿色建材科技有限公司 | A kind of Lightweight core mould pre-stress concrete groove profile composite plate |
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Application publication date: 20180119 |